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| 1 | Schedule 'A' |
| 2 | Taking out (desilting) silt, Brick Bats, debris liquid waste sludge in solid/semi-solid state from Manholes including pumping out sludge where ever necessary plugging diverting the flow in the drain, removing removed silt/sludge in deposit away from the edge of manholes, by mechanical means such as jet auger and mechanical vacuum tank as directed including use of safety belt, mask, dry cells torch for lightening inside the manholes and taking similar precautionary measures and removing the sludge etc outside MD land in covered container and cleaning the manholes and surrounding with clean water, and closing the manhole with cover etc all as specified and directed:- |
| 3 | Manholes not exceeding depth of 1.0 mtr. |
| 4 | Manholes depth exceeding 1.0 mtr but not exceeding 2.0 mtr. |
| 5 | Removal of blockage of sewage line of pipe up to 150 mm bore and systematically cleaning the same using necessary tools mechanically or manually such as passing rope knot bamboo kanti , jet auger, pressure tool and mechanical tools of description of required size including safety measures such as mask for gas etc all as per item of cleaning of manholes flushing the pipes with water after removal of blockage as specified. |
| 6 | Taking out silt, brick, debris, liquids waste, sludge in solid / semi solid/ liquid state including complete cleaning of septic tank (bailing out water) and suitably disposing off outside MD land in covered container for the following capacities by mechanical means such as Jet auger and mechanical vacuum tank complete all as specified and directed by Engr-in-Charge. |
| 7 | upto 100 users capacity |
| 8 | 101 to 200 users capacity |
| 9 | 201 to 250 and above capacity |
| 10 | Cleaning of chocking / blocking of WHB / water closet (Indian/European WC), floor traps, Gully trap using necessary tools and cleaning /washing area and re-fixing the grating, etc in position after completion of job packing with white cement, all as specified and directed. |
| 11 | Demolition of brickwork or stone/boulders/block masonry, built in cement mortar including all quoins, arches, pillars, ashlar facing, dressed stonework, precast concrete articles and precast concrete block walling etc. Complete all as specified and directed. |
| 12 | M & L for Porbandar Stone masonry walling or squared walling in cm 1:6, brought upto courses using dressed equal size Porbandar stone of superior quality complete all as specified and directed. |
| 13 | All as per above item No 6.00 except stones |
| 14 | Demolition of 200mm NP2 / SWG pipes fixed in any position or of any description complete all as specified and directed. |
| 15 | M & L for Reinforced concrete pipes 200mm bore of pipe, class NP3, laid in trenches and jointed complete with collars complete all as specified and directed. |
| 16 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc. or shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft disintegrated rock including bracking haunching / pipe line below ground level complete as specified and directed. |
| 17 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft disintegrated rock, complete all as specified. |
| 18 | Removing excavated material exc. 250 m but n exc. 500 m anddepositing where directed and depositing where directed as in rock complete. |
| 19 | M&L for PCC 1:3:6 type C-2 as in bed to drain pipes of 200mm bore including packing under and haunching against the sides of pipe after they are laid and tested, including filling complete all as specified and directed. |
| 20 | M & L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 200mm dia complete all as specified and directed. |
| 21 | Demolition reinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed. |
| 22 | M&L for Pre cast RCC (1:2:4) type B-1 using 20mm graded stone aggregates as in manhole cover and set in cement mortar (1:4) including necessary form work complete all as specified. (Reinforcement shall be measured & paid separately). |
| 23 | M&L for Mild steel CRS TMT steel bar for reinforcement 6-8 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed)not less than 0.9mm dia or securing with clips quality complete all as specified. |
| 24 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measuredoverall as fixed along the centre line over fittings and accessories) |
| 25 | M&L for PVC (SWR) pipes repairs single socketed in any length with rubber ring joints fixed to walls of nominal bore 110mm of pressure rating 6kgs / cm2 in repair / replacement complete all as specified and directed. |
| 26 | M&L for PVC (SWR) pipes in repairs single socketed in any length with rubber ring joints fixed to walls of nominal bore 75mm of pressure rating 4kgs / cm2 in repair / replacement complete all as specified and directed. |
| 27 | M&L for PVC (SWR) bends in repairs any radius of nominal bore 110mm fixed in repair complete all as specified and directed. |
| 28 | M&L for PVC (SWR) bends in repairs any radius of nominal bore 75mm fixed in repair complete all as specified and directed. |
| 29 | M&L for PVC (SWR) couplers in repairs of nominal bore 110mm fixed in repair complete all as specified and directed. |
| 30 | M&L for PVC (SWR) couplers in repairs of nominal bore 75mm fixed in repair complete all as specified and directed. |
| 31 | M & L for fixed in repair Grating square 150 mm size of PTMT (Minimum weight 100gms) |
| 32 | Demolition of concrete surfaces in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 33 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
| 34 | M&L for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in foundations mass concrete complete all as specified and directed. |
| 35 | M & L for even spreading of 25mm thick layer of sand cushioning incl watering & consolidation all as specified & directed by Engineer-in-charge. |
| 36 | M & L for machine pressed precast concrete rubberised inter locking paver blocks any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade complete all as specified and directed by Engineer-in-charge. |
| 37 | Cleaning and removing all scale and dirt etc from tanks & from mouths of circulating pipes etc of service water/loft tanks in / over roof buildings at different locations of capacities as under: |
| 38 | Capacity exceeding 250 but not exceeding 500 litres each |
| 39 | Capacity exceeding 501 litres but not exc 1000 litres each |
| 40 | Capacity exceeding 1001 litres but not exc 2000 litres eachNote for item No. 32:1. The contractor will write date of cleaning& next due date of cleaning on Tank as directed by the Engr-in-Charge.2. At the time of cleaning disconnected pipes/fittings shall be reconnected as per existing to make it leak proof complete all as directed by the Engr-in-Charge. |
| 41 | Taking up or down pvc/ steel tubing of 20 mm bore and connections |
| 42 | Taking up or down pvc/ steel tubing of 25/32 mm bore and connections |
| 43 | S & F uPVC pipes 20 mm bore of pressure rating 10 Kg/ Sqcm incl all fittings fixed complete to walls, ceilings or in floors etc. |
| 44 | S & F uPVC pipes 25 mm bore of pressure rating 10 Kg/ Sqcm incl all fittings fixed complete to walls, ceilings or in floors etc. |
| 45 | S & F in repairs Nipple suitable for HDPE water tank. (Minimum weight 15 mm-38gms/20mm 45gms /25mm- 65gms) |
| 46 | S & F in repairs HDPE PVC lid (cover) with locking arrangement for 500/1000 Ltrs capacity PVC tank complete all as specified. |
| 47 | S & F in repairs 25mm Ball (float) valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron/pvc/cpvc pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms) |
| 48 | S & F in repairs 20mm Ball (float) valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron/pvc/cpvc pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms) |
| 49 | S & F in repairs vitreous china squatting pan (Orissa pattern) long pan including provision of cement concrete bedding fixed in repair size 580x440mm white with intergral footrest with 'P' or 'S' trap complete all as specified. |
| 50 | Dismantling floor, hearth or wall tiling including cement mortar bedding, and rubbish off the premisess complete all as specified and as directed |
| 51 | M & L non-skid coloured ceramic tiles (300x300mm) x6 to 7mm thick in floor including screed bed 20mm thick in CM 1:4 etc set and jointed n neat cement slurry and pointed in coloured cement to match the shade complete all as specified |
| 52 | M & L for Glazed ceramic coloured printed tiles in vertical surface 300x450x 7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the surface of tile including 15mm thick screed in cm (1:4) as in skirting/dado complete all as specified and directed by Engr-in-Charge |
| 53 | Taking down cement plaster from brick or concrete surface incl raking out joints hacking for key and scrubbing down with water complete all as specified. |
| 54 | M & L for rendering 15 mm thick in two coats, 10mm thick in CM 1:4 backing coat and 5mm thick in CM 1: 4 mixed with WPC finished even and fair on stone masonry surfaces as specified. |
| 55 | M & L for Preparation of new plastered surfaces in walls soffits, facia roof and applying Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade(Company Depot Tinted) with silicon additives@ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. at any height including necessary scaffolding etc complete all as specified and as directed by Engr-in-Charge of weather coat primer all as specified. |
| 56 | Supply only integral water proofing compound of approved make |
| 57 | S & F in repair 10 litres PVC valveless, syphonic action type flushing cistern, with inlet ball valve, float and handleincloding brackets and PVC connections 15mm size with PTMT nuts of length 600 mm complete all as specified |
| 58 | Dismanting of PVC water tanks or any description and at any position and removing to store/ removing from site. |
| 59 | Exc 250 ltrs and n.exc 500 ltrs capacity. |
| 60 | Exc 500 ltrs and n.exc 1000 ltrs capacity. |
| 61 | S & F 500 ltrs rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) incl connecting up pipes securing access covers etc as specified and as directed. |
| 62 | S & F 1000 ltrs rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) incl connecting up pipes securing access covers etc as specified and as directed. |
| 63 | S & F in repairs Wash Hand Basin, Vitreous China (flat back or angle back type)/oval shape any size, including cutting for and pinning in ends of brackets or erecting stand of size 550 X 400 complete all as per manufacturer's instructions and as required at site. |
| 64 | M&L for Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped ends etc |
| 65 | M&L plain cement concrete type B1 ( 1:2:4) using 20 mm graded stone aggregate as in lintels upto 1.5m clear span, cills,steps; seismic and other similar band, copings, bed plates, and like including weathering slightly rounded or chamfered angles and throating, as directed complete, including necessary formwork complete all as specified. |
| 66 | Demolition of precast concrete cover slab over drains, manholes, similar structures etc complete all as specified and directed. |
| 67 | Dismantling wrought iron or mild steel work of any description not otherwise described for of any description. |
| 68 | S &F Framed work as in gratings of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe 410-W (Gde E-250) quality A |
| 69 | M&L for preparation of new steel surfaces over 10cm width or girth of any description and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer |
| 70 | Dismantling stone slab and tiles of any description or thickness in floors,aprons etc. complete all as specified and directed. |
| 71 | M&L for 18-20mm thick black granite stone slab machine cut in skirting/dado, cooking platform, jams, pillars, windows cills and the like laid over and including 10mm thick screed bed or backing coat in cement mortar (1:4) and jointed with grey cement slurry and pointed with white cement and with admixture or pigment to match the shade of granite stone including grinding and polishing complete all as specified & directed. |
| 72 | M/L for hardcore of broken stone or boulders of guage n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick and watered and rolled/rammed to true surfaces all as specified and directed by Engineer-in-Charge |
| 73 | M&L for 75mm thick PCC 1:3:6 Type D-2 using 40mm graded stone aggregate as in sub bases all as specified & directed by Engineer-in-charge. |
| 74 | M&L for chequered cement concrete tiles / parking tile fixed with grey cement & pigment of size 25cm X 25cm X 20-22mm thick set jointed with screed or bedding layer of mortar 15mm thick for laying floor finishes in CM 1:6 and pointed in neat cement slurry all as specified & directed by Engineer-in-charge. |
| 75 | M&L for preparation of new concrete surface and applying two coats of synthetic enamel paint (ordinary tint) over a coat of primer complete all as specified & directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
